|
<br />GENERAL NOTES:
<br />ALL REFERENCES TO OWNER HEREIN SHALL BE CONSTRVED TO MEAN
<br />NEXTEL SOUTH CORPORATiON OR IT'S DESiGNATED REPRESENTA11VE
<br />ALL WORK PRESENTED ON THESE DRA'UlCS MUS1 BE COMPLETED B~ THE
<br />CONTRACTOR UNLESS NOTED OTHERWISE THE CONTRACTOR MUST HAVE
<br />CONSIDERf.B\.E EXPERiENCE IN PERfORMANCE OF 'II'ORK SIMILAR TO THAT
<br />OESCRI8EO HEREIN, BY ACCEPTANCE OF THIS ASSIGNMENT, THE CONTRACTOR
<br />IS AnESTING THAT HE DOES HAVE SUffiCIENT EX?ERiENCI: AND ABlun,
<br />THAT HI: IS KNOWLEDGEABLE OF THE wORK TO BE PERfORMED AND THAT HE
<br />IS PR'OPERL ~ LICENSED AND PROPERL ~ REGISTERED TO DO THIS 'NORK IN THE
<br />STATE AND/OR COUNn IN WHICH IT IS TO 8E PERFORMED
<br />3, UNLESS SHOWN OR NOTED OTHERwISE ON THE CONTRACT
<br />DRAWINGS, OR N THE SPECIFICATiONS, THE FOLlOWING NOTES SHALl
<br />APPL Y TO THE MATERIN.S LISTED HEREIN, ANO TO THE
<br />PROCEOVRES TO BE USED ON THIS PROJECT
<br />4. ALl HARDWME ASSEMBLY MANUFACTURER'S INSTRUCTIONS SH.ALl
<br />8E FOllOWED EXACTLY AND SHALl SUPERCEDE AN~ CONfliCTING
<br />NOTES ENCLOSED HEREIN
<br />IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO OtTERMINE
<br />ERECTION PR'OCEDURE AND SEQc.ENCE TO INSURE THE SAHT~ OF
<br />THE STRUCTURE AND ITS COMP'ONENT PARTS DURING ERECTION
<br />AND/OR FIELD MODifiCATIONS THIS INCLUDU, BUT IS NOT liMITED TO,
<br />THE ADDITION OF WHATEVER TEMP'ORARY BRACING, GUYS OR TIE
<br />DCWNS THAT ~AY BE NECESSARY SUCH MATERIAL SHALL BE REIl<)VED
<br />AND SHN.L REMA<N THE PROPERTY OF THE CONTRACTOR AFTER THE
<br />COMPLETION Of THE PROJECT
<br />
<br />6. AlL DIMENSIONS, ELEVATKlNS, AND EXISTING COl\OlTiONS SHOWN ON
<br />THE DRAWINGS SHAll 8E FHD VERIFED BY THE CONTRACTOR AND THE
<br />TESlINC AGENC~ PRIOR 10 BEGINNING ANY MATERiAlS ORDERING,
<br />FABRICATiON OR CONSTRVCTION WORK ON THIS PROJECT. AN~
<br />DISCREPANCIES SHAlL BE IMMEDIATElY BROUGHT TO THE ATTENTION Of
<br />THE OWNER AND THE OWNER'S ENGINEER THE DISCREPANCIES MUST BE
<br />RfSOL VED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK
<br />THE CONTRACT DOCUMENTS 00 NOT INDICATE THE METHOD Of
<br />CONSTRVCTiON. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE
<br />WORK AND SHAlL BE SOI.El Y RESPONSI8LE FOR ALL CONSTRUCTION MEANS,
<br />METHODS. TECHNIQUES, SEOvENCfS, AND PROCEDURES. OBSERV AT ION
<br />VISiTS TO THE SiTE BY THE OWNER AND/OR THE ENGINEER SHALL NOT
<br />iNCLUDE INSPECTKlN OF THE PROTECTIVE MEASURfS OR THE CONSTRUCTiON
<br />PROCEDURES
<br />
<br />ALL MATERIN.S ANO EQUIPMENT FURNiSHEO SHALL BE NEW AND OF
<br />GOOD QUN.ITY, FREE FROM F AUl TS AND DEFECTS AND IN CONFORMANCE
<br />WITH THE CONTRACT 00CUMEN1S. AN~ AND N..L SUBSTITUlIONS M\.JST
<br />8E PROPfRl Y APPROVED AND AUTHORIZED IN WRITING BY THE OWNER
<br />AND ENGINEER PRKlR TO INST N.LATION. THE CONTRACTOR SHALL
<br />FURNISH SATISfACTORY EVIOfNCE AS TO THE KINO AND QI.iAlITY Of THE
<br />MATERIALS AND EQlJIPMENT BEING SUBSWUTED
<br />
<br />THE CONTRACTOR SHAlL BE RfSPONSIBlE FOR NITIATINC. M""NTA<NINC,
<br />AND SUPERVISING AlL SAFETY PRECAUTIONS AND PROGRAMS IN
<br />CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSiBlE FOR
<br />INSURING THAT THIS PROJECT AND RELATED W'ORK COMPliES WITHN.L
<br />APPLICABLE lOCAl, STATE, AND FEDERAl SAFETY C'ODES AND RfGULATiONS
<br />GOVERNING THIS WORK
<br />
<br />9, AlL WORK SHAlL BE COMPLETED IN ACCORDANCE W\TH THE LATEST EOITION
<br />Of THE LOCAl BUilDING CODE
<br />
<br />10 AU PROPOSED CELlULAR EOUIPMENT AND FIXTURES SHALL BE FIJRNSHED
<br />BY OWNER FOR INSTAlLATION BY THE CONTRAC10R, UNlESS SPECIfICN.L~
<br />NOTED OTHERWISE HEREIN
<br />
<br />11 ACCfSS TO THE PROPOSED WORK SITE MAY BE RESTRlcrED THE CONTRACTOR
<br />SHN.L COORDINATE INTENDED CONSTRVCTKlN ACTIVITY, INCLUDING WORK
<br />SCHEDULE AND MATERI.ALS ACCESS, NITH THE RESIDENT lEASING AGO,T FOR
<br />APPROV N.
<br />
<br />12 PREfABRICATED BUILDING INSTAlLATION SHN.L BE IN
<br />ACCORDANCE WITH THE ~ANUF ACTURER'S SPECf"<:ATlONS.
<br />
<br />UTILITIES
<br />CONTRACTOR SHALl CONTACT A SUBSURfACE URITY lOCATOR FOR lOCATION Of
<br />EXISTING UTLiTIES PRIOR TO COMMENCEMENT OF AN~ CONSTRUCTION ACTIVITIES
<br />lOCATION OF EXISTING SEWER, WATER liNES, GAS liNES, CONDVITS OR OTHER
<br />STRUCTURES ACROSS, UNDERNEATH, OR OTHERWISEN..ONG THE LINE OF PROPOSED
<br />WORK ARf NOT NECESSARilY SHOWN ON THE PLANS, AND IF SHOWN ARE ONLY
<br />APPRGXIMATEl Y CORRfCT, CONTRACTOR ASSUMES SOLE RESPONSI81llTY FOR
<br />VERIFYING lOCATON AND ElEVATION Of N.L UNDERGROUND UTLiTIES (INCLUDING
<br />TEST PITS BY HANO If NECESSAR~I IN AREAS or CONSTRUCTKlN PRIOR TO ST ARTING
<br />WORK, CONTACT ENGINEER IMMEDIATElY IF lOCATiON OR ElEVATION IS DiffERENT
<br />FROM THAT SHOWN ON THE PLANS, OR If THERE APPEAAS 10 BE A CONfliCT. FOR
<br />ASSISTANCE IN LOCATING EXISTING UTLiTlES CN.L "NO CUTS",I-BOO-432-477D.
<br />CONTRACTOR SHALl COORDINATE N.L UTIliTY CONNECTKlNS WlrH APPROPRIATE
<br />UTILITY OWNERS AND CONSTRUCTiON MANACER.
<br />OAMAGE BY THE CONTRACTOR TO UTILI1IES OR PROPERTY OF OTHERS,INCLUOING
<br />EXISTING PAVEMENT AND OTHER SURfACES DISTUR8ED BY THE CONTRACTOR DURING
<br />CONSTRUCTION SHALL BE RfPA<RfD TO PRfCONSTRUCTION COI\OITIONS B~ THE
<br />CONTRACTOR AT NO ADDITIONAL COST TO THE CliENT FOR GRASSED ARfAS SEED AND
<br />"ULCH SHALL Bf ACCfPT ABLE.
<br />THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE REQUIREMENTS
<br />FOR AND LIMITS OF OVERHEAD AND/OR UNDERGROUND ElECTR<:Al SERVICE
<br />THE CQe,TRACTOR SHAll COORDINATE THE LOCATION Of NEW UNDERGROUND
<br />TELEPHONE SERviCE WITH THE TELEPHONE UTIliTY AND THE OWNER'S REOUIREMENTS.
<br />AlL UNDERGROUND UTLiTIES SHAlL BE INSTN.lED AND TESTED SATISfACTORY PRIOR
<br />TO COMMENCING ANY PAVING OPERATIONS WHERE SUCH UTILITIES ARE WITHIN THE
<br />LIMITS Of PAVE"ENT,
<br />
<br />STRUCnJRAL STEEL NOTES:
<br />\ DESIGN REOUIREMENTS PER FLORIDA BUILDING COOE 12004 EDiTIONI AND THE J
<br />E,A.lTlA.222.F STRUCTURAL STANDARDS FOR STEEl ANTENNA TONERS AND
<br />ANTENNA SUPPORTING STRUCTURES BASIC 'NINO SPEED' 120 MPH 13 SEC GUST),
<br />2 STRUCTURAl STEEL SHAlL CONfORM TO THE LATEST EDITiON Of THE
<br />A.IS,C SPECIFICATIONS FOR STRUCTURAl STEEl BvILDINGS' N.lOWABlE
<br />STRESS DESiGN AND PLASTiC OESIGN INCLUDING THE COMMENT ARY AND THE
<br />A.I SC. COOE Of STANDARD PRACT<:E
<br />3. STRUCTURAL STEEl PLATES AND SHAPES SHAlL CONfORM TO ASTM '-26.
<br />AlL STRUCTURAl STEEL PIPES SHALL CONFOR" TO AST" A~3 GRADE B
<br />N.l STRUCTURAL STEEL Tu81NG SHAlL CONFORM TO ASTM ASOO GRA<DE B
<br />AlL S1RUCTURAl. STEEL COMPONENTS AND F ABRIC AT EO ASSEMBLIES SHAlL
<br />BE HiOT DIP GN.VANIZEO AFTER FABRiCATKlN
<br />4. WHDING SHALl BE IN ACCORDANCE WITH THE AMERICANNElDING
<br />SOCIETY lAWS) DI'-ge STRUCTURN. WHDING CODE'STEEL WELD
<br />ElECTROOES SHAll BE E70XX
<br />5 N.l COAXiAl CABLE CONNECTORS AND TRANS..,TTER EOUIPMENT SHALL
<br />BE AS SPECIFIED B~ THE OWNER AND is NOT INCLVDED IN THESE
<br />CONSTRVCTiON DOCUMENTS THE CONTRACTOR SHALL FURNISHN.L
<br />CONNECTION HAADWARE REQUIRED TO SECURE THE CABlES CONNECTiON
<br />HAAO'NARE SHALL BE STA<NLESS STEEL
<br />6 NORTH ARROW SHOWN ON PLANS REFERS TO TRLiE NORlH. CONTRACTOR
<br />SHALL VERIfY NORTH AND INFORM OWNER Of AN~
<br />DISCREPANCY BEFORE STARTING CONSTRUClION.
<br />7. N.L CAST IN PLACE CONCRfTE SHAlL BE MIXED 1\.0.,() PLACEO IN
<br />ACCORDANCE WITH THE REQlJIRE"ENTS OF ACI318 1\.'0 AC' 301, AND SHAll
<br />HAVE A 28 DA~ MINIMUM COMPRfSSIVE STRENGTH OF 3000 PSlIUO.NI
<br />CONCRHE SHALL BE PLACED ACA<NST UNDISTURBED SOIL UNlESS OTHER'NISE
<br />NOTED "INIMUM CONCRETE COVER SHN.L BE 3 INCHES UNLESS OTHERWISE
<br />NOTED
<br />8 N.L REiNfORCING STEEL SH.ALL CONfORM TO ASTM 615 GRA<DE 60,
<br />DEFORMED BillET STEEL BARS, WELDED WIRf FABRIC REINFORCING SHAlL
<br />CONfORM TO AST" A185,
<br />~, THE FABRICATION AND ERECTION Of STRUCTURAl. STEEL SHN.L
<br />CONfORM TO THE lATEST A.IS.C. SPECifiCATIONS
<br />10, N.l CONNECrKlNS NOT FUllY DO Al.ED ON THESE PLANS SHALl
<br />BE DOAllED BY lHE STEEL fABRiCATOR IN ACCORDANCE WITH
<br />A.I S.C SPECIFiCA TKlNS.
<br />11, HOT-OIP GAlVANIZE ITE~S SPECIFIED TO BE ZINC-COATED, AFTER
<br />fABRiCATION WHERE PRACTiCAl GAlVANIZING' ASTM A 123,
<br />AST", A 153/A 153M OR AST" A 653/A 653M, G90, AS APPLICABLE
<br />12. REPA<R DAMAGED SURfACES WITH G.ALVANIZING REPAJR METHOD
<br />AND PAJNT CONFORMING TO AST.. A 780 DR BY APPl.iCATlON OF STICK
<br />OR THICK PASTE MATERiAl SPECifICAllY DESIGNED FOR REPA<R Of
<br />GAl.VANlZING. CLEAN AREAS TO BE REPA<REO, AND REMOVE SLAG FRO"
<br />WELDS HEAT SVRFACES TO WHICH STICK OR PASTE MATERiAl IS APPLIED
<br />WITH A TORCH TO A TEMPERATURE SUFFICIENT TO MEl T THE METALLiCS
<br />IN STICK OR PASTE, SPREAD MOI.TEN MATERiAl UNIFORMLY OVER SURfACES
<br />TO 8E COATED AND WIPE OfF EXCESS ~ATERIAL.
<br />13 CONTRACTOR SHAlL FOLlOW THE MANUfACTURER'S INSTRUCTiONS/SPECiFiCATKlNS
<br />If NO I~ORMATlON IS CONT A<NED IN THESE PLANS OR If THE MI\.NUf AClUR(R'S
<br />SPECIFICATIONS ME STRiCTER. . 7 . __
<br />t~')fvAihTIi,,~j )I~U //p- 11'\~/W..16+1
<br />6'1 Pt~ 1,\jp;]fM~~/fi-')lIr1~ f)efic-'j
<br />
<br />PAINTING:
<br />
<br />I. CONTRACTOR TO COORDINATE PAJNTlNG REOVIREMENTS WITH
<br />OWNER
<br />
<br />PAJNT COLORS SHALL BE SElECTED TO MATCH EXISTING COLORS
<br />AND TEX TURES
<br />
<br />PROVIDE THE BEST OU!>LITY GRADE Of COATINGS AS REGUlARLY
<br />"ANLf'ACTURED BY APPROVED PAINT MATERlN.. MANUFACTURERS
<br />MATERIALS NOT DISPLAYING THE MANUf ACTURER'S IDENTIFICATION
<br />AS A STANOARO, 8EST.GRADE PROOUCT Will ';OT BE ACCEPTABLE.
<br />4 PROVIDE UNDERCOAT PAJNT PROOUCED BY THE SM4E MANUfACTURER
<br />AS THE FINISH COATS US( ONLY THINNERS APPROVED BY
<br />THE PAINT "ANIJfACTURER AND USE O.....~ WITHIN RECOMMENDED
<br />LIMITS.
<br />5. COMPLETElY COVER TO PROVIDE AN OPAQuE. SMOOTH SuRfACE Of
<br />UNifORM FINISH, COI.OR, I>I'f>!:ARANCE AND COVERAGE
<br />ClOVOINESS, SPOTTINGS, HOUDAYS, LAPS, BRUSHMAAKS, RUNS, SAGS,
<br />ROPINESS, OR OTHER SURf ACE M'ERFECTIONS Will NOT
<br />BE ACCEPT ABLE
<br />FERROUS "E T Al S
<br />SHOP PRIMED
<br />
<br />TOUCH-UP C'OAT . RED OXIDE MET Al PRIMER
<br />FINISH COATS, SEMI-GLOSS' AlKYD ENA<MEl
<br />
<br />EQUIPMENT UST
<br />
<br />19) ",..HENNAS
<br />(15) COAXIAL CABLES
<br />II) PREFAB EQUIPMENT SHELTER
<br />12} CPS ANTENNAS
<br />II) lEST MOBILE ANTENNA
<br />
<br />PERMITS
<br />
<br />CONTRACTOR SHALl SECuRE All NECESSARY PERMITS FOR THIS PROJECT FROM N.l
<br />APPLICABlE GovERNMENTN. AGENCES
<br />
<br />AN~ PER..ITS WHICH MUST BE DBT AlNED SHAlL BE THE CONTRACTOR'S
<br />RESPONSIBILITY THE CONTRACTOR SHALL BE RESPONSi8lE FOR ABIDING B~ N.l
<br />CONDiliONS A.ND REQUIREMENTS Of THE PERMITS.
<br />
<br />ALL WORK SHALL BE IN ACCORDANCE NITH lOCAl CODES AND THE ACI3\8-95,
<br />"BUilDING REQUREMENTS FOR STRUCTURAl CONCRETE"
<br />
<br />THE CONTRACTOR SHAll NOTln THE APPLICABLE JIJRISO<CTIONAl. ISlATE, COUNTY
<br />OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTiON.
<br />
<br />THE CONTRACTOR SH.ALL REWORK lORY, SCARln, ETCl N.l MATERIAL NOT SUITABLE
<br />FOR SUBGRA<DE IN ITS PRESENT STAlE If THE MATERiAl, AF1ER REWORKINC, REMA<NS
<br />UNSUITABLE THEN THE CONTRACTOR SHALl UNDERCuT THIS MATERIAL AND REPLACE
<br />WITH APPROVED MATERIAL AT HIS EXP(NSE AlL SUBCRIoDES SHAlL BE PROOfROLLED
<br />WITH A FUlLY lOA<DED T ANDE" AXLE DUMP TRUCK PRIOR TO PAVING. AN~ SOFT
<br />"ATERIAl SHALL BE REWORKED OR REPl.ACED
<br />
<br />THE CONTRACTOR IS REOUIRED TO MAlNT AJN AlL DITCHES, PIPES, AND OTHER
<br />DR~NACE STRVCTURES FREE FROM 08STRUCTlON UNTIL WORK ,S ACCEPTED BY THE
<br />OWNER THE CONTRACTOR IS RESPONSiBlE fOR AN'" DAMAGES CAUSED BY fAA..URE TO
<br />M""NTA<N DR~NAGE STRUCTURES IN OPERABLE CONDITION.
<br />
<br />All MATERiAlS AND WORKMANSHIP SHAlL BE WARRANTED FDR ONE 111 YEAR FROM
<br />DATE Of ACCEP1 ANeE
<br />
<br />
<br />BIRD LAKE
<br />SITE No, FL-3412-B
<br />
<br />I DATE:DECEMOCR 13,2005
<br />
<br />REVISIONS
<br />NO
<br />1
<br />
<br />All DIMENSIONS SHALl BE VERIFIED W\TH THE PLANS ILATEST REVISIONI
<br />PRIOR TO COMMENCING CONSTRUCTiON NOTIFY THE ONNER IMMED'ATEL~ If
<br />DlSCREPANC1ES ARE DISCOVERED THE CONTRACTOR SHALl HAVE A SET Of APPROVED
<br />PLANS AVAiLABLE AT THE SITE AT N.L TMES WHEN WORK IS BENC PERfORMED A
<br />DESIGNATED RESPONSIBLE EMPLOYEE SHAll BE AVA<LABLE FOR CDNTACT BY
<br />GovERNINQ ACENeY INSPECTORS
<br />
<br />DATE
<br />ISSUED FOR CONS TRUe nOI
<br />
<br />2
<br />3
<br />
<br />MISCELlANEOUS
<br />AlL THREADED S1RUCTURN.. FASTENERS FOR ANTENNA SUPPORT ASSEM8lES SHALL
<br />CONfOR.. TO ASTM ~07 OR ASlM 36 All STRUCTURN. FASTNERS FOR STRUCTURAl STEEL
<br />rRmlNC SHAlL CONfORM TO AST'" ~25 fASTENERS SHAlL BE 0/1" MIN, DIA. BEARING
<br />TYPE CONNECTIONS WITH THREADS EXCLUDED FRO" THE PLANE. AlL EXPOSED FASTENERS,
<br />NV1S, AND WASHERS ShALL BE GAlVANIZED UNlESS OTHERWISE NOTED. N.L ANCHORS "'TO
<br />CONCRETE SHN.l BE STAiNLESS STEEl
<br />2. THE CONTRACTOR SH!>Ll FURNISH All CONNECTION HAADWARE REQUIRED 10 SECURE THE
<br />CABLES CONNECTiON HARt1WARE SHALL BE S1 AiNLESS STEEl
<br />NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NGRTH CONTRACTOR SHAll VERIFY
<br />NORTH AND NOTIFY CONSUlTANT Of AN~ DISCREPANCY BEFORE STARTiNG CONSTRUCTION
<br />PROVIDE lOCK WASHERS FORN.l MECH.ANICAl CONNECTIONS FOR GROUND CONDuCTORS
<br />USE STA<NLESS STEEL HARDWARE THROVGHOUT
<br />5, THOROVCHl Y REMKlVE N..l PA<NT 1\."10 CLEANN.l DIRT FROM SURf ACES REOUIRINC GROUND
<br />CONNECTIONS.
<br />6. MAKE N.L GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSiBLE. AVOID SHARP BENDS.
<br />ALL BENDS TO BE A MlN, Of 8" RAOfUS
<br />FOR GROUNDINC TO 8UIlDING FRAME AND HATCH PLATE GROUND BARS, USE A TWO-BOL T
<br />HOLE NEPA DRillED CONNECTOR SUCH AS HB 32007 OR I>I'PROVEO EOUI>(.
<br />FOR All EXTERNAl GROVND CONNECTIONS, CLAMPS AND CADWELDS, I>I'PL ~ A LiBERN.
<br />PROTECTIVE COATING OR AN ANTI'OXIDE COMPOUND SUCH AS 'NO-OXIDE A BY DEAR80RN CHEMIC"'-
<br />COMP AN~ .
<br />REPAiR N.L MET N. SURf ACES THAT HAVE BEEN CUT OR DAMAGED BY REMOVING ANY EXISTING
<br />RVST I\.ND APPLYING COLD GAlVANIZATION
<br />10 AlL COAXiAl CABLE WILL BE SECURED TO THE DESiGNED SUPPORT STRUCTURE AT DISTANCES
<br />NOT TO EXCEED 3' OR THE CABLE ~ANUFACTUR(RS SPECIFiCATIONS WHICHEVER S LESS, WITH
<br />HARDWARE SPECIFIED IN THE COAXIN. CABLE ROUTING DETAllS Of THE SUPPliED STRUCTuRAL
<br />REPORT.
<br />11 THE CO<')(I"I. ANTE""A CABLE INST N.LER SHAlL BE RESPONSIBLE FOR PERfORMING AND SUPPLYING
<br />THREE 131 TYPE-WRITTEN SWEEP TESTS IANTENNA RETURN lOSS TEST> THIS TEST SHN.L BE
<br />PERfORMED TO THE SPECifiCATiONS AND PARAMETERS OUTLINED BY rHE NEXTEl RADIO FREQUE.NCY
<br />ENGINEER. THlS TEST SHAlL BE PERfORMED PRIOR TO FINAL ACCEPTANCE Of THE SITE
<br />12 THE COAXIAL ANTENNA CABLE INSTN.lER SHAll BE RESPONSIBLE FOR PERFORMING AND
<br />sUP?\' "NG NEXTEL WITH THREE 131 TYPE-WRITTEN T~E DO~AJN REFLECTOMETER TESTS TO VERIFY
<br />CABLE lENGTH AND TO CHECK fOR WATER DAMAGE.
<br />13 VAPOR WRJ>P WilL BE USED TO SEN. N.l CONNECTIONS
<br />14 ALL JUMPERS TO THE ANTENNAS FRO" THE M""N TRANSMISSiON LINE WILL BE ';''' DI...AND
<br />SHAll NOT EXCEED 6"D",
<br />15 ALL MAJN TRANS,,"SSION CABlES Will BE TERMINA'ED AT A NEXTEL POL YPHASER
<br />PROTECTOR lOCATED WITHIN "-0" Of THE EQUIPMENT SHElTER/ENCLOSURE
<br />16 ANTENNA CABLE lENGTHS HAVE BEEN DETERMINED 8ASED ON THESE PLANS. CABLE
<br />lENGTHS LISTED ARE APPROXIMATED AND ARE NOT INTENDED TO BE USED FOR FABRiCATiON, DUE
<br />TO fiELD CONDITIONS. ACTUAl CABLE lENGTHS VARY. CONTRAClOR MUST FnD VERifY ANTENNA
<br />CABLE LENGTHS PRIOR TO ORDER,
<br />\7 ALL ~A<N CABLES Will BE COLOR COOED AT FOUR LOCATIONS' AJ AT ANTENNA PRiOR TO
<br />JUMPER, BI AT THE BOTTO" OF THE TOWER, CI EXTERIOR PARI Of THE WAVEGUIDE ENTR~ PORT
<br />IAT THE SHELTER/CABINET WALL), 01 INTERIOR OF THE SHELTER/CAB"'ET.
<br />18 AlL MA<N CABLES WILl BE GROUNDED AT' AJ AT THE ANTENNA MOUNTING PIPE, BI MIDDLE OF
<br />THE CABLE RUN IF OVER 200', CI AT THE BOTTOM Of THE TOWER, 01 PRIOR TO ENTERING EOUPMENT
<br />SHEL TER/CABINET IWITHIN I' Of ENTRY).
<br />19 PROVIDE AT lEAST 6" SLACK IN THE M""N COAXIAL CABLES AT THE TOWER TOP TO PROVIDE
<br />FOR FUTURE CONNEClOR REPLAC(MENT
<br />20 PROVIDE A CABlE DRiP LOOP AT THE BOTTOM OF THE TCWER BELOW THE TOWER 80TTOM
<br />GROUND CONNECTiONS AND AS THE CABLE TRANSITIONS TO THE SHH TER/CABINET
<br />21. Cf.B\.E SUPPORT RODS INSIDE SHElTER SHAlL BE CUT 2'" 8HOW lOWER SUPPORT PLATE
<br />AND SHAlL BE COVERED WITH A RU8BiER CAP.
<br />n NEXTEL METER AND DISGONNECT SHN.L BE LABELED WITH AN ENGRAVED PLATE WITH NEXTElS
<br />SITE 10 NVM8ER, SITE NA<ME, NEXTEL 10WNER) AND ADDRESS
<br />23, ALL UNISTRUT CUTS 1\."10 AN'" METAl ENOS WITH RAN EDGES SHAll BE COLD GN.VANllED AND COVERED WITH
<br />A PLASTIC/RVBBER CAP.
<br />24 TRAPEZE RODS Wlll BiE CUT 4 INCHES FROM THE BOTTO.. Of THE BUSS AND CAPPED WITH
<br />RUBBER CAPS
<br />25, AN~ METAl(l E FENCE POSTSI WILl BE GROUNDED WITHIN 6 rEET Of AN~ NOTEL EQUIPMENT.
<br />,6 TOWER GROUND TO BE NOT MORE THAN 2 OR 3 FEET FROM TRANSITION IBEND)
<br />27 THE SEAM BETWEEN THE SHEl TER AND THE CONCRE TE PAD NIll BE GROUTED WllH APPROVED
<br />COMPOUND. lNOLVDING AN~ GAP BETWEEN PAD AND STOOP,
<br />
<br />5
<br />6
<br />
<br />...
<br />...
<br />...
<br />...
<br />...
<br />...~
<br />
<br />KC]
<br />
<br />I SI TE NAME
<br />
<br />BIRD LAKE
<br />
<br />I SIT E NUMBER
<br />
<br />FL-3412-B
<br />
<br />I SITE .4DORESS
<br />
<br />38122 HENR'( DRIVE
<br />ZEPHYRHIllS, FlOR~D,\ 33540
<br />(PASCO COUNty)
<br />
<br />[SHE~IJill..E-=--___J
<br />
<br />GHJERAL CONSTRU :r~O
<br />NOTES \
<br />_J
<br />
<br />I KCI JOB .
<br />
<br />
<br />[IgE..I....&:.MOCR :
<br />
<br />N-1
<br />
|